796455_P1043_FinalDrawings_Vol_20.pdf
PDF 47 MB Posted
- Solicitation number
- N4008521R0052
About this file
This federal contract opportunity solicitation is for the design and construction of a new 8 million gallons per day water treatment plant at Marine Corps Base Camp Lejeune in North Carolina. The solicitation was issued by the Naval Facilities Engineering Command seeking to replace the existing Hadnot Point Water Treatment Plant with a new facility utilizing membrane filtration technology to better comply with current and future water quality regulations and address potential saltwater intrusion issues. Interested parties should submit proposals in response to solicitation number N40085-21-R-0052 by the specified due date to be considered for the award of a design-build contract for the new water treatment plant project. The replacement plant is needed to ensure an adequate, compliant supply of potable water to support the domestic, industrial, and fire protection needs at Camp Lejeune.
View the file
Other files
Show 40 more
Latest 50 of 71 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
30 30 30
303030
M A
T C
H L
IN
E S
T A
.0
M A
T C
H L
IN
E S
T A
S E
E D
W G E
W -1
S E
E D
W G E
W -1
UTPOLE_1484UTPOLE_1485
UTPOLE_1486
UTPOLE_1487
UTPOLE_1501
UTPOLE_1502
P- 49 P
-5
P -5
P -5
P -5
P -5
87+00 88+00 89+00 90+00
91+00
92+00 93+00
94+00
95+00
96+00 97+00 98+00
WT 14
WT 15
WT 16
WT 17
WT 18
WT 19
WT 20
WT 21 WT 22
WT 23 WT 24
WT 25
WT 26
110110
110110
86+50 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00
EL 31.18
P-49
EL 31.63
P-50
EL 32.01
P-51
EL 31.43
P-52
EL 31.50
P-53
EL 29.87
P-54
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
N T
D C
O
R E
N O
R F
O L
K
V
IR
G
IN
IA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
F
H
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
L
C
IL
IT
IE
G
IN
E E
R
G
Y S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R P
B
J E
U N
E J
A C
K S
O N
V
IL
L E
N
796455
License Number F-0699 Tel: 919-875-4311
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
0 50 100 150
1"=50'
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
RC
AS NOTED
GENERAL SHEET NOTES
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
650 704
DW BT
EW128
-E
W -1
.d g n
650 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
E
AS NOTED
12772285
SHEET KEYNOTES
SHIFT CIRCUIT TO NEW POLE.
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
JAS
GFS
230 kV DUKE TRANSMISSION LINE, TYP
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
E D
W G E
W -1
UTPOLE_1502
UTPOLE_1503
UTPOLE_1504
UTPOLE_1505
UTPOLE_1506 UTPOLE_1507
P -5
P -5
P -5
P -5
P-
98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
110110
110110
98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 109+50
EL 30.01
P-55
EL 31.01
P-56
EL 30.33
P-57
EL 30.01
P-58
EL 27.87
P-59
0 50 100 150
1"=50'
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
GENERAL SHEET NOTES
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
RCDW BT
EW129
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
-E
W -1
.d g n
651 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
12772286
SHIFT CIRCUIT TO NEW POLE P-01.
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
230 KV DUKE TRANSMISSION LINE, TYP
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
555 5
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
S E
E D
W G E
W -1
UTPOLE_1508
UTPOLE_1509
UTPOLE_1510
UTPOLE_1511
UTPOLE_1512
UTPOLE_1513
P -6
P -6
P -6
P -6
P -6
P -6
110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00
WT 57
WT 58
WT 59
109+50 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00
EL 28.65
P-60
EL 26.57
P-61
EL 22.14
P-62
EL 20.01
P-63
EL 21.01
P-64
EL 22.20
P-65
0 50 100 150
1"=50'
PROFILE
SCALE: 1"=20' VERT
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
GENERAL SHEET NOTES
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
EW130
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
652 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
12772287
SHIFT CIRCUIT TO NEW POLE.
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
25 2
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
S E
E D
W G E
W -1
0 50 100 150
1"=50'
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
21+
21+
20+
20+
UTPOLE_1514
UTPOLE_1515
UTPOLE_1539
UTPOLE_1540
UTPOLE_1541
UTPOLE_1542
P -6
P -6
P -6
P -6
P -7
P -7
121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00
WT 27
WT 28
WT 29
WT 30
WT 31
WT 32
WT 33
WT 34
WT 35
-5
-5
121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 132+50
EL 22.15
P-66
EL 18.25
P-67
EL 4.80
P-68
EL 12.24
P-69
EL 18.20
P-70
EL 24.00
P-71
1"=50'
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
GENERAL SHEET NOTES
230 KV DUKE TRANSMISSION LINE, TYP
EMH-15 C EMH-15A MV
EMH-15B MV
EMH-16 C
EW806
A1
EW131
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
653 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
E
12772288
[U-9002]
[U-9001]
2 [C-E5]
EW202
MATCHLINE - SEE EW140
POLE, TYP
NEW POWER
SHEET KEYNOTES
SHIFT CIRCUIT TO NEW POLE.
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EXISTING WETLANDS AREA.
TEMPORARY ELECTRICAL SERVICE SHALL NOT DISTURB
TO GOVERNMENT ACCEPTANCE.
TEMPORARY ELECTRICAL UTILITIES SHALL BE REMOVED PRIOR
ELECTRICAL SERVICE DURING CONSTRUCTION. ALL
ALL RELATED WORK AS REQUIRED TO PROVIDE TEMPORARY
METER BASES, ELECTRICAL SERVICE POLES AND DROPS, AND
TIE-IN, BUT CONTRACTOR SHALL PROVIDE TRANSFORMER,
AND CONTROLS, GOVERNMENT WILL CONDUCT FINAL TAP AND
PER SECTION 01 50 00 TEMPORARY CONSTRUCTION FACILITIES
THE PROPOSED OVERHEAD DISTRIBUTION SYSTEM.
LOCATED WEST OF THE PROJECT SITE, NEAR STA. 129+00 OF
EXISTING "ANGLICO" FEEDER OFF THE EXISTING POLE LINE
TEMPORARY ELECTRICAL TIE-IN LOCATION SHALL BE VIA THE
DURING CONSTRUCTION.
AVAILABLE FOR PROVIDING TEMPORARY ELECTRICAL SERVICE
THERE ARE NO ELECTRICAL UTILITIES ON HOLCOMB BOULEVARD 10.
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
5 5
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
S E
E D
W G E
W -1
UTPOLE_1535UTPOLE_1543
UTPOLE_1544
UTPOLE_1545
UTPOLE_1546
UTPOLE_1547
UTPOLE_1548
P -7
P -7
P -7
P -7
P -7
P -7
P -7
133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00
WT 36
WT 37
WT 38
WT 39
WT 40
WT 41
-5
-10
-5
-10
132+50 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00
EL 18.90
P-72
EL 6.09
P-73
EL 1.39
P-74
EL 0.47
P-75
EL 0.33
P-76
EL 1.00
P-77
EL 1.00
P-78
0 50 100 150
1"=50'
PROFILE
SCALE: 1"=20' VERT
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
W A
L L
A C
E C
R E
E K
10 10
GENERAL SHEET NOTES
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
EW132
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
654 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
12772289
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
DEEPER THAN SPEC DEPTH.
POLE HEIGHT AS NECESSARY IF DEPTH IS MORE THAN 3 FEET
AREA TO FIND ACCEPTABLE BEARING POINT DEPTH. ADJUST
PROVIDE TEST BORES AT EACH POLE LOCATION IN WETLAND 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
5 5
10 10 10 10 10
151515
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
S E
E D
W G E
W -1
UTPOLE_1530
UTPOLE_1531
UTPOLE_1532
UTPOLE_1533
UTPOLE_1534
UTPOLE_1535
P- 79 P
-8
P -8
P -8
P -8
144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00
WT 53
WT 54
WT 55
WT 56
WT 42
WT 43
-5
-5
144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00
105105
105105
151+00 152+00 153+00 154+00 155+00 155+50
EL 3.47
P-79
EL 24.20
P-80
EL 24.94
P-81
EL 26.32
P-82
EL 24.45
P-83
SHEET KEYNOTES
FEEDER.
CONNECT EXISTING TAP TO NEW POLE. CONNECT TO HOSP 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
0 50 100 150
1"=50'
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
GENERAL SHEET NOTES
230 KV DUKE TRANSMISSION LINE, TYP
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
EW133
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
655 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
12772290
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W
E D
W G E
W
UTPOLE_1524
UTPOLE_1525
UTPOLE_1526
UTPOLE_1527
UTPOLE_1528
UTPOLE_1529
P -8
P -8
P -8
P -8
P -8
P -8
P -9
156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00
110110
110110
155+50 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00
EL 26.49
P-84
EL 32.03
P-85 EL 34.01
P-86
EL 32.27
P-87
EL 28.77
P-88
EL 28.12
P-89 EL 30.59
P-90
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
0 50 100 150
1"=50'
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
W A
L L
A C
E C
R E
E K R
D
GENERAL SHEET NOTES
230 KV DUKE TRANSMISSION LINE, TYP
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
EW134
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
656 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
12772291
FEEDER.
CONNECT EXISTING TAP TO NEW POLE. CONNECT TO HOSP 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
15 15
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
S E
E D
W G E
W -1
UTPOLE_1519
UTPOLE_1520
UTPOLE_1521
UTPOLE_1522
UTPOLE_1523
UTPOLE_1524
P -9
P -9
P -9
P -9
P -9
167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00
167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 178+50
EL 27.81
P-91
EL 21.70
P-92
EL 15.00
P-93
EL 14.45
P-94
EL 14.00
P-95
0 50 100 150
1"=50'
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
W
IL
S O
N B
LV
D
GENERAL SHEET NOTES
230 KV DUKE TRANSMISSION LINE, TYP
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
EW135
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
657 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
12772292
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W
S E
E D
W G E
W
24''
UTPOLE_1483UTPOLE_1516
UTPOLE_1518 UTPOLE_1536
UTPOLE_1537
UTPOLE_1538
P -9
P -9
P -9
P -9
P -1
P -1
179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00
WT 44
WT 45
WT 46
WT 47
-5
-10
-5
-10
178+50 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00
EL 15.00
P-96
EL 11.11
P-97
EL 3.00
P-98
EL 2.33
P-99
EL 1.00
P-100 EL 2.57
P-101
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
0 50 100 150
1"=50'
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
POLE, TYP
NEW POWER
POWER, TYP
EXISTING OVERHEAD
LINE ALIGNMENT
NEW POWER
W
IL
S O
N B
LV
D
GENERAL SHEET NOTES
230 KV DUKE TRANSMISSION LINE, TYP
4 14
EW136
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
658 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
E
12772293
CONNECT HOSP FEEDER TO EXISTING RISER POLE.14.
UNDERGROUND BORED POWER, POLES P-96 TO P-97.13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
RELATED CONTRACT DOCUMENTS.SECTION 33 71 02, AND
OF SPECIFICATION SECTION 33 05 23.13,
MCB CAMP LEJEUNE REQUIREMENTS, APPLICABLE PORTIONS
CROSSING. CONDUCT HDD ACTIVITIES IN ACCORDANCE WITH
REQUIRED TO PROPERLY EXECUTE THE TRENCHLESS
CONDUCT ADDITIONAL GEOTECHNICAL INVESTIGATIONS AS
HORIZONTAL DIRECTIONAL DRILLING (HDD) ACTIVITIES,
AS PART OF THE WORK AND PRIOR TO THE START OF 10.
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
LAWS.
IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
TO 12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
REQUIREMENTS.
OVERVIEW AND UNDERGROUND CONDUIT/CONDUCTOR
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION. CONFIRM 2.
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
S E
E D
W G E
W -1
24''
36''
UTPOLE_1480
UTPOLE_1481
UTPOLE_1482
UTPOLE_1483
UTPOLE_3022
UTPOLE_3026
NO ID11
P -1
P -1
P -1
P -1
P -1
P -1
P -1
190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00
WT 48
-5
-5
190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 201+50
EL 8.10
P-102
EL 19.09
P-103
EL 26.84
P-104
EL 30.21
P-105
EL 27.10
P-106
EL 27.23
P-107
EL 25.45
P-108
0 50 100 150
1"=50'
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
F
IL
E N
A M
E
N
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE, TYP
NEW POWER
PROFILE
SCALE: 1"=20' VERT
P A
R A
C H
U T
E T
O W
E R R
D
GENERAL SHEET NOTES
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
EW137
F
IL
E N
A M
-E
W -1
.d g n
659 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P L
A N A
N D P
R O
F
IL
E
12772294
FEEDER.
CONNECT EXISTING TAP TO NEW POLE. CONNECT TO HOSP 14.
RE-LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMIT IS 30 FT FROM EITHER SIDE OF 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
M A
T C
H L
IN
E S
T A
T C
H L
IN
E S
T A
E D
W G E
W -1
S E
E D
W G E
W -1
10''
UTPOLE_3026
UTPOLE_3027
UTPOLE_3028
WC9A
P -1
P -1
P -1
202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00
WT 49
WT 50
WT 51
WT 52
100100
100100
201+50 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00
EL 25.20
P-109
EL 25.28
P-110
EL 25.01
P-111
0 50 100 150
1"=50'
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
N
POLE, TYP
NEW POWER
PROFILE
SCALE: 1"=20' VERT
LINE ALIGNMENT
NEW POWER
POLE, TYP
NEW POWER
POWER, TYP
EXISTING OVERHEAD
SCALE: 1"=50'
POWER DISTRIBUTION LINE PLAN
GENERAL SHEET NOTES
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
230 KV DUKE TRANSMISSION LINE, TYP
EW138
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -1
.d g n
660 704
S T
A
T
O
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
P A
L N A
N D P
R O
F
IL
12772295
SHIFT CIRCUIT TO NEW POLE P-01.
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
RE LABEL VCB "WTP EXPRESS FEEDER-2".
CONDUIT AND ROUTE TO P-1. INSTALL NEW CONDUCTORS AND
REMOVE EXISTING CONDUCTORS TO GENERATOR, INTERCEPT 13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
OF THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMITS ARE 30 FT FROM EITHER SIDE 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
| OVERHEAD POWER DISTRIBUTION |
| EW128 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 86+50 TO 98+00 |
| EW129 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 98+00 TO 109+50 |
| EW130 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 109+00 TO 121+00 |
| EW131 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 121+00 TO 132+50 |
| EW132 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 132+50 TO 144+00 |
| EW133 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 144+00 TO 155+50 |
| EW134 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 155+50 TO 167+00 |
| EW135 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 167+00 TO 178+50 |
| EW136 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 178+50 TO 190+00 |
| EW137 - OVERHEAD POWER DISTRIBUTION PLAN AND PROFILE STA 190+00 TO 201+50 |
| EW138 - OVERHEAD POWER DISTRIBUTION PALN AND PROFILE STA 201+50 TO 209+00 |
| 2021-04-26T17:33:29-0700 | |
| Donald Wagner |
| 2021-04-26T17:34:03-0700 | |
| Donald Wagner |
| 2021-04-26T17:35:41-0700 | |
| Donald Wagner |
| 2021-04-26T17:36:18-0700 | |
| Donald Wagner |
| 2021-04-26T17:36:58-0700 | |
| Donald Wagner |
| 2021-04-26T17:37:43-0700 | |
| Donald Wagner |
| 2021-04-26T17:38:32-0700 | |
| Donald Wagner |
| 2021-04-26T17:42:53-0700 | |
| Donald Wagner |
| 2021-04-26T17:47:38-0700 | |
| Donald Wagner |
| 2021-04-26T17:48:39-0700 | |
| Donald Wagner |
| 2021-04-26T17:49:41-0700 | |
| Donald Wagner |
| 2021-05-06T19:02:38-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:02:53-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:03:17-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:03:50-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:03:51-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:04:23-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:04:25-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:04:26-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:05:02-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:05:38-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:05:40-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:12:14-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:12:33-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:13:10-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:13:40-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:14:10-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:14:46-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:15:54-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:16:29-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:17:08-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:17:45-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-05-06T19:18:24-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .